Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 710
... joint types . In the uppermost end there is a telescopic joint with a nominal length of 20.9 m . Three different types of buoyancy modules with external diameter of 1.143 m are distributed along the riser as shown on Figure 1. Bare riser ...
... joint types . In the uppermost end there is a telescopic joint with a nominal length of 20.9 m . Three different types of buoyancy modules with external diameter of 1.143 m are distributed along the riser as shown on Figure 1. Bare riser ...
Page 876
... joints . The rotational capacity of conventional beam - to - column joints is limited to about 0.025 radians . Joint geometries and fabrication details prevent the development of large rotations . Rotational capacity is often reduced ...
... joints . The rotational capacity of conventional beam - to - column joints is limited to about 0.025 radians . Joint geometries and fabrication details prevent the development of large rotations . Rotational capacity is often reduced ...
Page 1152
... Joint Outer Barrel 1 75 ft 75 ft 69925 lb 69.93 kips 60765 lb 60.76 kips Middle Flex Joint plus 10k for goosenecks 1 75 ft 75 ft 76000 lb 76.00 kips 66044 lb 66.04 kips 15 - ft Pup Joint 0 15 ft Oft 13544 lb 0.00 kips 11770 lb 0.00 kips ...
... Joint Outer Barrel 1 75 ft 75 ft 69925 lb 69.93 kips 60765 lb 60.76 kips Middle Flex Joint plus 10k for goosenecks 1 75 ft 75 ft 76000 lb 76.00 kips 66044 lb 66.04 kips 15 - ft Pup Joint 0 15 ft Oft 13544 lb 0.00 kips 11770 lb 0.00 kips ...
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added mass amplitude analysis angle annulus ASME barge bending moment boundary conditions boundary element method British Columbia cable calculated CALM buoy Cantarell field catenary coefficient components computed Conference on Offshore configuration Copyright crane vessel cylinder damping deck developed diameter diffraction direction displacement dynamic effect element equation fairlead fatigue damage floating FPSO free surface function heave horizontal hull hydrodynamic iceberg installation interaction jacket joint length limit cycle linear marine maximum Mechanics and Arctic method model tests mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures operation parameters particle Petrobras pile pipe pitch platform potential pressure regular waves response second order semi-submersible shear shear strength ship shown in Figure Spar spectrum Statoil stress Table tank tension values velocity velocity potential vertical vessel water depth wave height wave loads wavemaker weight wind Yaw Angle